BENETKA ROAD over ASHTABULA RIVER
Map
Coordinates:
+41.84863, -80.6892241°50'55" N, 80°41'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BENETKA ROAD over ASHTABULA RIVER |
Structure number: | 0433195 |
Location: | .4 MI. N. OF PLY. GAGEVL. |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 99.7 ft. [30.4 m] |
Total length: | 118.1 ft. [36.0 m] |
Roadway width between curbs: | 13.1 ft. [4.0 m] |
Deck width edge-to-edge: | 13.1 ft. [4.0 m] |
Vertical clearance above deck: | 11.2 ft. [3.4 m] |
Skew angle: | 10° |
Owner: | County Highway Agency [02] |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Main span material: | Wood or timber [7] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Posted for load [P] |
Average daily traffic: | 115 [as of 2015] |
Truck traffic: | 8% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 30.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Very Good | 115 | 30.9 |
August 2017 | Good | Very Good | Good | Very Good | 115 | 30.9 |
September 2016 | Good | Very Good | Good | Very Good | 115 | 30.9 |
April 2015 | Good | Very Good | Good | Very Good | 100 | 30.9 |
May 2013 | Good | Very Good | Good | Very Good | 100 | 30.9 |
June 2012 | Good | Very Good | Good | Very Good | 100 | 32.4 |
July 2011 | Good | Very Good | Good | Very Good | 100 | 32.4 |
May 2010 | Good | Very Good | Good | Very Good | 100 | 32.4 |
May 2009 | Good | Very Good | Good | Very Good | 100 | 32.7 |
May 2008 | Good | Very Good | Very Good | Very Good | 100 | 32.7 |
May 2007 | Good | Very Good | Very Good | Very Good | 100 | 32.7 |
May 2006 | Good | Very Good | Very Good | Very Good | 100 | 29.6 |
May 2005 | Good | Very Good | Very Good | Very Good | 100 | 29.6 |
June 2004 | Good | Very Good | Very Good | Very Good | 100 | 29.6 |
June 2003 | Good | Very Good | Very Good | Very Good | 100 | 29.6 |
June 2001 | Good | Very Good | Very Good | Very Good | 100 | 29.6 |
April 1997 | Good | Very Good | Very Good | Very Good | 100 | 29.6 |
April 1996 | Good | Very Good | Very Good | Very Good | 100 | 29.6 |
March 1995 | Good | Very Good | Very Good | Very Good | 100 | 29.6 |
May 1994 | Good | Very Good | Very Good | Very Good | 100 | 29.6 |
May 1993 | Good | Very Good | Very Good | Very Good | 100 | 29.6 |
April 1992 | Good | Very Good | Very Good | Very Good | 100 | 29.6 |
April 1991 | Good | Very Good | Very Good | Very Good | 200 | 21.1 |